Local Self Government Department has published Shoranur Municipality Annual Paln 2020-21 S167/2021 Nayadikkunnu Bieline Concrete Slab Culvert And New Road Formation Near Ramadevi Teacher House , W-29 Concrete Slab Culvert And New Road Formation. Submission Date for this Tender is 20-01-2021. Road Work Tenders in SHORNUR MUNICIPALITY Kerala. Bidders can get complete Tender details and download the document.
Work Name:SHORANUR MUNICIPALITY ANNUAL PALN 2020-21 S167/2021 NAYADIKKUNNU BIELINE CONCRETE SLAB CULVERT AND NEW ROAD FORMATION NEAR RAMADEVI TEACHER HOUSE, W-29 | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | APPENDIX A (CULVERT-1) | BI01010001010000000000000515BI0100001113 | ||
2 | 1.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001114 | 25.053 | cum |
3 | 1.002 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001115 | 4.773 | cum |
4 | 1.003 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001116 | 0.479 | cum |
5 | 1.004 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001117 | 7.83 | cum |
6 | 1.005 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001118 | 44.48 | sqm |
7 | 1.006 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 1.62 | cum |
8 | 1.007 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001120 | 2.64 | cum |
9 | 1.008 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001121 | 391.2 | kilogram |
10 | 1.009 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001122 | 9.9 | sqm |
11 | 1.01 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001123 | 14.6 | metre |
12 | 1.011 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001124 | 9.24 | sqm |
13 | 2 | APPENDIX B (SIDEPROTECTION WALL AND DRAINAGE SLAB) | BI01010001010000000000000515BI0100001125 | ||
14 | 2.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001126 | 13.545 | cum |
15 | 2.002 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001127 | 41.925 | cum |
16 | 2.003 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001128 | 53 | sqm |
17 | 2.004 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001129 | 2.15 | cum |
18 | 2.005 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001130 | 3.6 | cum |
19 | 2.006 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001131 | 450 | kilogram |
20 | 3 | APPENDIX C (ROAD CONCRETE) | BI01010001010000000000000515BI0100001132 | ||
21 | 3.001 | 2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | BI01010001010000000000000515BI0100001133 | 30 | sqm |
22 | 3.002 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001134 | 2.7 | cum |
23 | 3.003 | 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | BI01010001010000000000000515BI0100001135 | 7.2 | cum |
24 | 4 | APPENDIX D (DRAINAGE AND CULVERT 2) | BI01010001010000000000000515BI0100001136 | ||
25 | 4.001 | 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001137 | 30.42 | cum |
26 | 4.002 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001138 | 5.07 | cum |
27 | 4.003 | 4.1.6 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001139 | 9.6 | cum |
28 | 4.004 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001140 | 78 | sqm |
29 | 4.005 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001141 | 1.575 | cum |
30 | 4.006 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001142 | 7.5 | sqm |
31 | 4.007 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001143 | 1.53 | metre |
32 | 4.008 | 5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | BI01010001010000000000000515BI0100001144 | 1.5 | cum |
33 | 4.009 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001145 | 168.75 | kilogram |
34 | 4.01 | 13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001146 | 68.8 | sqm |
35 | 4.011 | 19.6.6 : Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:500 mm dia R.C.C. pipe | BI01010001010000000000000515BI0100001147 | 4 | metre |
36 | 4.012 | 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | BI01010001010000000000000515BI0100001148 | 2.75 | cum |
37 | 4.013 | 16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete | BI01010001010000000000000515BI0100001149 | 3.3 | cum |
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